BIS - LIMS (Laboratory Information Management System)

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List

Reset

15 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 16415 (2015)

Composite cement - Specification

34440 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Chemical Requirements)	-	15530	No remarks
7(Physical Requirement)	-	18910	No remarks
6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	no
6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	no
6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	no
6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	2340	no
6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	no
6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	no
7 and Table 3 i(Fineness IS 4031(Part 2))	-	1950	no
7 and Table 3 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1950	no
7 and Table 3 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	3510	no
7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-	875	no
7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	875	no
7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	2000	no
7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	2270	no
7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2660	no
7 and Table 3 v(Drying shrinkage IS 4031(Part 10))	-	2820	no
7 and Table 3 vi(Transverse strength (optional) IS 4031(Part 8) )	-	14240	For 3, 7 & 28 days

Complete

14 Aug, 2027

-
Included w.e.f. 28.05.2019

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

9011 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.4 .2(pH)	-	1750	--
Cl 5.4 (a)(Acidity)	-	605	--
Cl 5.4 (b)(Alkalinity)	-	605	--
Cl 5.4 Table 1 (i)(Organic Solids)	-	880	--
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	880	--
Cl 5.4 Table 1 (iii)(Sulphate)	-	1750	--
Cl 5.4 Table 1 (iv)(Chloride)	-	2340	--
Cl 5.4 Table 1 (v)(Suspended Matter)	-	880	--

Complete

14 Aug, 2027

-
Included w.e.f. 28.05.2019

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

11250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	7525	No remarks
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	2145	No remarks
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	3040	No remarks
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	2340	No remarks
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	3990	No remarks
5.1, 6.1, Table 1(Total chlorides)	-	2340	No remarks
5.1, 6.1, Table 1(Loss on ignition)	-	1180	No remarks
6.2(moisture content)	-	2440	No remarks
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1950	No remarks
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	2820	No remarks
7.1, Table 1(Soundnes)	-	3510	No remarks

Complete

14 Aug, 2027

-
-

IS 12089 (1987)

Specification for granulated slag for the manufacture portland slag cement

29850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Physical State)	-	2340	No remarks
3.4.1(glass content )	-	7500	no
3.2(composition of granulated slag, Manganese Oxide)	-	1950	no
3.2(composition of granulated slag, Magnesium Oxide)	-	3040	no
3.2(composition of granulated slag, Sulphide Sulphur)	-	2340	no
3.3(percentages of major oxides)	-	11045	no
3.4(insoluble residue of dried samples)	-	2340	no

Complete

14 Aug, 2027

-
-

IS 8042 (2015)

White portland cement - Specification (Third Revision)

40010 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No Remarks
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No Remarks
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No Remarks
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
6 -Table 2- vi(Degree of whiteness-Annex B)	-	2340	No Remarks

Complete

14 Aug, 2027

-
-

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

22763 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	--
4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No remarks
4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	5380	No remarks
4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985)	-	5380	No remarks
4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No remarks
5.1(Fineness 4031 Part 2)	-	1950	No remarks
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No remarks
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No remarks
5.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No remarks
5.3 b)(Setting Time Final- 4031 Part 5)	-	875	No remarks
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No remarks
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2660	No remarks
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2820	No remarks
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days Strength

Complete

14 Aug, 2027

-
-

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

15619 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No remarks
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No remarks
6.1(Fineness 4031 Part 2)	-	1950	No remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	875	No remarks
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	2000	No remarks
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2270	No remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	8740	For 1day & 3 days

Complete

14 Aug, 2027

-
-

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

25482 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	7525	No Remarks
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	2145	No Remarks
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	3810	No Remarks
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	3040	No Remarks
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	2340	No Remarks
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	3990	No Remarks
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	2340	No Remarks
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	1180	No Remarks
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	2440	No Remarks
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1950	No Remarks
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	2820	No Remarks
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	3510	No Remarks
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	3810	No Remarks
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	3510	No Remarks

Complete

14 Aug, 2027

-
-

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

17723 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days strength
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2820	No Remarks

Complete

14 Aug, 2027

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

19329 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 -Table 2- i(Fineness 4031 Part 2)	-	1950	No Remarks
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2820	No Remarks
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	875	No Remarks

Complete

14 Aug, 2027

-
-

IS 455 (2015)

Portland slag cement - Specification

16375 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	3040	No Remarks
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1180	No Remarks
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	2340	No Remarks
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
7 Table 1 i(Fineness IS 4031(Part 2))	-	1950	No Remarks
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1950	No Remarks
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	3510	No Remarks
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	875	No Remarks
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	875	No Remarks
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	2000	No Remarks
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	2270	No Remarks
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2660	No Remarks
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	14240	For 3, 7 & 28 days

Complete

14 Aug, 2027

-
-

IS 16353 (2015)

Portland Cement Clinker - Specification

44780 View breakup
Rs 30410 /-, Cement preparation charges: Procured Gypsum – Rs 10560 /- Customers Gypsum – Rs 10320 /-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide)	-	10345	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(C3S, percent by mass)	-	10345	-
Clause 5 Table 1(C3A, percent by mass)	-	5380	-
Clause 5 Table 1(C3S+C2S, percent by mass)	-	12490	-
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3))	-	2340	No Remarks
Clause 5 Table 1(Free lime)	-	2820	No Remarks
Clause 5 Table 1(Chloride content)	-	2340	No Remarks
Clause 5 Table 1(Magnesia)	-	3040	No Remarks
Clause 5 Table 1(Alkali content)	-	1950	No Remarks
Clause 5 Table 1(Total loss on ignition)	-	1180	No Remarks
Clause 5 Table 1(Insoluble residue)	-	2340	No Remarks
6.1 IS 4031(Part 2)(Fineness)	-	19501950	--
6.1 Table 2 i) a) IS 4031 (Part 3)(Soundness by Le-Chatelier method)	-	1460	-
6.1 Table 2 i) b) IS 4031 (Part 3)(Soundness by Autoclave test method)	-	3510	--
6.1 Table 2 ii) a) IS 4031 (Part 5)(Initial Setting time)	-	875	--
6.1 Table 2 ii) b) IS 4031 (Part 5)(Final Setting time)	-	875	--
6.1 Table 2 iii) a) IS 4031 (Part 6)(Compressive Strength at 72±1 h)	-	2000	--
6.1 Table 2 iii) b) IS 4031 (Part 6)(Compressive Strength at 168±2 h)	-	2270	--
6.1 Table 2 iii) c) IS 4031 (Part 6)(Compressive Strength at 672±4 h)	-	2660	--
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm))	-	2230	--
6.2 Table 3 ii) (Granulometric composition of clinker(Size 5-50 mm))	-	2230	--
6.1 Table 3 iii) (Granulometric composition of clinker(Size >50 mm))	-	2230	--

Complete

14 Aug, 2027

-
Included w.e.f. 28.05.2019

IS 12600 (1989)

Portland cement, low heat - specification

39620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	5380	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	2340	No Remarks
5.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No Remarks
5.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No Remarks
5.1 - Table - 1 v( Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1180	No Remarks
5.1 - Table - 1 note 2(Alkali content as Na2O - Cl 4.11 of IS 4032:1985)	-	1950	No Remarks
6.1(Fineness 4031 Part 2)	-	1950	No Remarks
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1950	No Remarks
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3510	No Remarks
6.3 a)(Setting Time Initial- 4031 Part 5)	-	875	No Remarks
6.3 b)(Setting Time Final- 4031 Part 5)	-	875	No Remarks
6.4 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No Remarks
6.4 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No Remarks
6.4 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No Remarks
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3, 7 & 28 days
6.7 b)(Heat of Hydration- IS 4031 Part 9)	-	5950	Heat of Hydration charges per age

Complete

14 Aug, 2027

-
-

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

51870 View breakup
Rs.15220/- for fine aggregate Rs.23720/- for Coarse aggregate

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	3040	No Remarks
5.4.2(a)( Aggregates Impact Value)	-	3040	No Remarks
5.4.3(a)( Aggregate Abrasion Value)	-	4490	No Remarks
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	2340	No Remarks
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	2340	No Remarks
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	2340	No Remarks
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	2340	No Remarks
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	2340	No Remarks
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	2340	No Remarks
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	2340	No Remarks
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	2340	No Remarks
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	2340	No Remarks
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	2340	No Remarks
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	2340	No Remarks
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	2340	No Remarks
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	2340	No Remarks
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	2340	No Remarks
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	2340	No Remarks
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	2340	No Remarks
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	2340	No Remarks
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	2340	No Remarks
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	2340	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	2340	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	2340	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	2340	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	2340	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	2340	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	2340	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	3040	-
5.4.2(b)( Aggregates Impact Value)	-	3040	-
5.4.3(b)( Aggregate Abrasion Value)	-	4490	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1180	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1180	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	5320	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	5950	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	980	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2145	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	2145	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	2145	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	2145	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1180	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1180	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	5320	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	5950	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1740	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2145	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	2145	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	2145	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	2145	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	2145	-
7.2(Bulk Density loose)	-	1180	-
7.2(Bulk Density Rodded)	-	1180	-

Complete

14 Aug, 2027

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC

29588 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10345	These testing charges are for the determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above-mentioned ratio.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	5380	These testing charges are for the determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 iii.(Insoluble residue)	-	2340	No remarks
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	3040	No remarks
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	2340	No remarks
6.1 Table-2 vi(Loss on ignition)	-	1180	No remarks
6.1 Table-2 vii(Chloride content)	-	2340	No remarks
6.1 Table-2 viii(Alkali content)	-	1950	No remarks
7 Table-3 i.(Fineness)	-	1950	No remarks
7 Table-3 ii a(Expansion by Le Chatelier)	-	1950	No remarks
7 Table-3 ii b(Expansion by Autoclave)	-	3510	No remarks
7 Table-3 iii a(Setting Time Initial)	-	875	No remarks
7 Table-3 iii b(Setting Time Final)	-	875	No remarks
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	No remarks
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2270	No remarks
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2660	No remarks
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	14240	For 3 days, 7days & 28days
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	2820	--

Complete

14 Aug, 2027

-
-

Bureau of Indian Standards

The National Standards Body of India

National Council for Cement and Building Materials

NCB Bhavan, Old Bombay Road, Near Raidarga Police Station, Gachibowli, Hyderabad - 500104., Hyderabad, Ranga Reddy, Telangana, 500104

9650466288 ncbhcrt@rediffmail.com

Scope List